DESIGN OF MASONRY INFILLED REINFORCED CONCRETE FRAMES IN DIFFERENT SEISMIC CODES
Publish place: 3rd International Conference on Concrete and Development
Publish Year: 1388
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
ICCD03_012
تاریخ نمایه سازی: 20 مهر 1387
Abstract:
Masonry infilled reinforced concrete frames are among the most widely used types of buildings in Iran. In the past, masonry infill walls have often been treated as nonstructural elements in buildings, and their effects are not included in the analysis and design procedure. Furthermore, the interaction between infill and frame is usually ignored in the design procedure. Past experience has shown that
infill walls have significant positive or negative effects on the global behavior of buildings and, therefore, should be addressed appropriately. This paper reviews and compares analysis and design provisions of this system in various seismic design codes and identifies the most important issues that are related to it. Stiffness, strength, natural period, response reduction factor, irregularities, and effect of openings are among the items discussed in this paper.
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Authors
T Mahdi
Assistance professor, Building and Housing Research Centre, Tehran
M Khorramiazar
Expert, Building and Housing Research Centre, Tehran, Iran
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